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_ � 2 3 4 5 <br /> 6 v v v v <br /> 7 $ 9 10 <br /> o Q o n SEE SHEET 4 1 1 <br /> z w z Lij APPROXIMATE <br /> N N IRC o°o8 �_ M & PC 13: HELD PH 24 —1 0° <br /> 00 0-) CENTERLINE OF <br /> w a w A103 POTTER CREEK FOUND 1 1/4 INCH <br /> c= 1: C)3 � 179°46'18" (M) DIAMETER IRON PIPE <br /> z Q I z Q ° >> AT 1/4 SECTION RECORD OFSURVEY <br /> o ry I o _ �9 44 48 (R98)_ r _ _ '' CORNER PER R9818 , 17 <br /> BEING A PORTION OF SECTIONS 18, 19, AND 30, <br /> A ~ ~ _.._ . � � ' -"' ' L12 S89°39'03"E 3749.15' (M) I L5 S89°37' ' <br /> 24 E 2645.67 M TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS <br /> 3748.73 (R98) ( ) 23 24 <br /> �. 2646.24' (R95)(R97)(R98) 2646.25' (R127) , 25, 26, AND 36, TOWNSHIP 2 NORTH, A <br /> A45 CL OF FLOOD RANGE 8 EAST, MOUNT DIABLO BASE & MERIDIAN, <br /> 89°01 '53" M / \ A8 ROAD ROW SAN JOAQUIN COUNTY, CALIFORNIA <br /> ( ) A33 A20 90°09'20" (C) <br /> 88°57'34" (R98) 89-56'14" (C) 90°02'07" (C) 90-12'30" (R97) PREPARED BY: <br /> 2 4 90°00'37" (R98) 89°59'23" (R98) KJELDSEN, SINNOCK & NEUDECK, INC. <br /> /�1 M & PC 4: HELD 9 20 CIVIL ENGINEERS & LAND SURVEYORS <br /> 00 °� L267 FOUND BOLT AND <br /> 77,oN' c'. N26°16'49"W WASHER AT SECTION STOCKTON, CALIFORNIA FEBRUARY, 2013 <br /> B ���° 5935.75' (M) CORNER PER R98. <br /> 00 M � �� ��' A101 w 5937.73' (CR R97) N SHEET PURPOSE <br /> PROVIDES DATA ON SECTION 19 TOWNSHIP 2 NORTH RANGE 9 EAST. B <br /> �� o M 8c PC 1 1 . FOUND ��� 179-58'22" (M) o � .-. PC 71 : SFN. STEEL N � , <br /> C6 00 <br /> 1 1/4 INCH DIAMETER ��� 180°00'00" (R98) L-► Q PIPE TAGGED "RE <br /> Ln <br /> N O w IRON PIPE. NO TAG. �°� z o \ 8714" PER R99 CO <br /> Lo <br /> W coo z AT SECTION CORNER �� `� APPROXIMATELY 565.2' N m <br /> o co PER R86. o o w \ EASTERLY AND ON <br /> �� U U�U�� <br /> i� 7 / � \ SECTION LINE FROM M2. _ <br /> � `� Q caw o — <br /> O � <br /> O �� O Lo \ O Lo <br /> O (o O <br /> co o N z N M & PC 3: � �� IE ""C J / N A19 HELD EXISTINGFEN89 4819 (C) FENCE CORNER J /Q A32 89°52'43" R97 FENCE CORNER BEARS \ C <br /> / 90°1 1 '03" (C) F ° ( ) (SEE DETAIL 3-2) °89 47 45 (R99) N 10 32 41 E 3.91 FROM <br /> A44 90007;17" (R98) A7 PROPERTY CORNER90°50 50 (C) 90 1215 (R99)O�/ <br /> 90 54 32 (R98) 89°55'30"0°00 14" (C) L1 1A S 89°46'20" E <br /> ( 95)(R97) � (FOUND <br /> 269.17' Cxw L11 S89°46'20" E 3701 .16' (C) L4 N89°46'58"W 2654.52' (C) I26 ( ) ---_� <br /> 3700.77 (CR R95)(R98) 2655.34' (CR R95)(R97)(CR R99) I9.28 (R95)(R98) <br /> SOUTH ROW LINE OF 7M & PC 56:nt- Q—� <br /> D N FLOOD ROAD �-- L4A 1286.76' (M) L4B 1367.76' M --� 1 3/4 INCH <br /> A31 1287.42' (R95) 1367.92' R95 ) DIAMETER REBAR <br /> A43 90°24'27" (C) 1367.91 ' (R ) \ M & PC 2: / D <br /> 88°52'41 " (C)� 90°24'46" (CR R95 <br /> 97) \ SET ALUMINUM DISK / <br /> M 8c PC 57: \ / <br /> � 90°25'23" (CR R99) A1FOUND 1 1/4 <br /> M 8c PC 1 : FOUND � 89-36'11 (C) INCH DIAMETER <br /> 89°35'14" (CR R95) <br /> 1 %4 INCH DIAMETER � IRON PIPE PER i <br /> v IRON PIPE. NO TAG. M & PC 2: SET ^ � 89°34 37„ (CR R99) R95 <br /> ALUMINUM DISK u A6 <br /> AT 1/4 SECTION <br /> CORNER PER R95. (SEE DETAIL 3-1) A101 90°03'37” (C) �o DETAIL 3- 1 <br /> 90 04 30 R `� � <br /> �, (SEE DETAIL 12-1) 9 � 180°00'38" (C) ( 95)(897) <br /> N w 180°00'00" (R95) 90°04'29" (CR R99) � N � 1 = 100 <br /> E z \ � N Q0 u <br /> N o Re ������ w N .� E <br /> � � ^ L266 � Ln � <br /> ° \ A5 N m co <br /> (C) m <br /> \ S67 07 29 E 90°04'31 " n-o �� <br /> 0 0 6890.26' (M) 90° 05'00" (R95)(R97) o - CD <br /> oz ory 6890.70' (CR R95) 90°05'01 " (CR R99) <br /> .� A 17 <br /> z ( ) \ T- N <br /> M & PC 16: SET <br /> ----90-15'40" C Ln <br /> N 90-15'28" CR R95 \ J N <br /> ALUMINUM DISK AT J o 90°15'53" (CR ) M 8c PC 62: / M Bc PC 59: SET <br /> SECTION CORNER. co ( 899) FOUND 1 INCH / ALUMINUM DISK AS <br /> N DIAMETER IRON WITNESS MONUMENT ON <br /> F24 19 ---PIPE PER R99 LINE 10' FROM CORNER \ <br /> A30 L3B 1141 .34 (C) 1 9\ 20 <br /> A42 89°27'08" (C) 1141 .24 (R99) L3A 41 97.55' (M) / M & PC 58: 10.00 C <br /> 91-15'44" (C) 1498.40' (CR R99 SET ALUMINUM DISK 1 <br /> \ AS WITNESS MONUMENT I <br /> --�C�J ON LINE 10' FROM CORNER <br /> i <br /> L.10 N89°37'55"W 3668.18' (C) -� �- L3 N89° 2638.89'(C) <br /> 55 07 W 1 1 <br /> = I = M & PC 15: SFN. SET+ 1 2639.64' (CR R95)(CR R99) 2638.63'(CR 8100) 10.00' (C) <br /> ALUMINUM DISK AT 1/4 <br /> 25 o cn o cn30 SECTION CORNER. 30 29 <br /> PC 182: SFN. 1 IRON IRON PIPE \ M 8c PC 3: <br /> G z w z w PER R95 APPROXIMATELY 173.8' HELD FENCE CORNER / <br /> N N EASTERLY AND ON SECTION LINE G <br /> W p 00 n � FROM M & PC 62. M & PC 14: FOUND 500' 0 500' <br /> Lij13: 0 1/4 INCH <br /> c z Q z Q DIAMETER IRON PIPE \ <br /> W � � SEE SHEET 5 AT SECTION CORNER <br /> � <br /> o o PER 897. SCALE: 1 " = 500' DETAIL - <br /> 3 2 <br /> V) = 10' SHEET 3 OF 26 <br /> 1 2A 3 4 5 6 7 $ 9 10 11 <br /> 3%i• 21b ?i <br />